1992
DOI: 10.1142/9789812385314
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Mechanics of Coastal Sediment Transport

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Cited by 272 publications
(313 citation statements)
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“…In order to predict the behaviour of sand waves, scientists are interested in developing reliable simulation models to describe their dynamics and evolution with a reductionist approach (Fredsøe and Deigaard 1993;Hulsher et al 1993;Hulsher 1996;Gerkema 2000;Besio et al 2003a, b), an universalist approach (Allen 1984;Flemming 2000) or a hierarchical approach Kocurek 1997, 1999).…”
Section: Introductionmentioning
confidence: 99%
“…In order to predict the behaviour of sand waves, scientists are interested in developing reliable simulation models to describe their dynamics and evolution with a reductionist approach (Fredsøe and Deigaard 1993;Hulsher et al 1993;Hulsher 1996;Gerkema 2000;Besio et al 2003a, b), an universalist approach (Allen 1984;Flemming 2000) or a hierarchical approach Kocurek 1997, 1999).…”
Section: Introductionmentioning
confidence: 99%
“…Pour modéliser ce phénomène, il est important de quantifier le coefficient de diffusion turbulente des sédiments. Il est habituellement admis que ce coefficient est lié directement à la viscosité turbulente (FREDSOE & DEIGAARD, 1992 …”
Section: Actes Des Xiièmes Journées Nationales Génieunclassified
“…En génie côtier, la viscosité turbulente est obtenue soit à partir de modèles mathématiques souvent issus de la modélisation statistique de la turbulence (modèles à deux équations k-ε, k-ω, …) (FREDSOE & DEIGAARD, 1992 ;SUNTOYO & TANAKA, 2009), ou à partir des modèles analytiques ou empiriques (FREDSOE & DEIGAARD, 1992 ;LIU & SATO, 2006 ;ABSI, 2010). La figure (1) présente quelques profils de viscosité turbulente dits multicouches.…”
Section: Profils De Viscosité Turbulenteunclassified
“…A number of empirical relationships for the friction factor ( f w ) are available, such as f w = 0.04(a/k s ) −1/4 for values of a/k s > 50 (Fredsøe & Deigaard, 1992), where k s represents the physical roughness length of the bed and a is the orbital excursion amplitude near the bed (a = U b T/(2π)). The dependence of U b on water depth means that τ bw , like U b , increases with decreasing depth across the shelf for a given set of wave conditions.…”
Section: H T Sinh(2πh/l)mentioning
confidence: 99%